Data for: Regression model for predicting tunnel strain in strain-softening rock mass for underground openings
Published: 7 May 2019| Version 1 | DOI: 10.17632/n8m8gy9v59.1
Evaluation of geological parameters for strain-softening rock mass with Hoek-Brown failure criterion. Based on the poposed method, the strength prameters and deformation parameters for the strain-softening rock mass can be determined by GSI.
Geotechnical Engineering, Excavation Rock